Numerical simulation of serviceability, damage evolution and failure of reinforced concrete shells-Reference-Cited by-同舟云学术

Numerical simulation of serviceability, damage evolution and failure of reinforced concrete shells

Published:2003-05 Issue:8-11 Volume:81 Page:843-857
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Noh Sam-Young,Krätzig Wilfried B.,Meskouris Konstantin

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference32 articles.

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3. Fracture mechanics of reinforced concrete;Bazant;ASCE J. Eng. Mech.,1980

4. New natural draft cooling tower of 200 m of height;Busch;Eng. Struct.,2002

5. Darwin D, Pecknold DA. Inelastic model for cyclic biaxial loading of reinforced concrete. Civil Engineering Studies, Report No. SSR 409, University of Illionois, Urbana, 1974

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